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HANCOCK BRIDGE PKW over MACKINAC CANAL

Lee County, Florida

Map

Coordinates:
+26.65181, -81.95799
26°39'07" N, 81°57'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	HANCOCK BRIDGE PKW over MACKINAC CANAL
Structure number:	125560
Location:	100FT Eof CULTURAL PARK B
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	16.1 ft. `[4.9 m]`
Total length:	45.6 ft. `[13.9 m]`
Roadway width between curbs:	60.4 ft. `[18.4 m]`
Deck width edge-to-edge:	75.5 ft. `[23.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1969
Year reconstructed:	1999
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	14,800 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Good	Good	Good	14800	90.6
November 2015	Good	Good	Good	Good	14800	87.5
November 2013	Good	Good	Good	Good	14800	87.5
November 2011	Good	Good	Good	Good	14800	88.4
November 2009	Good	Good	Good	Good	14800	88.4
November 2007	Good	Good	Good	Good	14800	89.2
November 2005	Good	Good	Good	Good	11700	89.5
November 2003	Good	Good	Good	Good	11700	89.5
September 2001	Good	Good	Good	Good	11700	89.5
September 1999	Good	Good	Good	Good	19800	90.7
September 1997	Good	Good	Good	Good	19800	87.9
October 1995	Good	Good	Good	Good	18475	72.2
October 1993	Good	Good	Good	Very Good	18475	83.7
September 1991	Fair	Fair	Fair	Very Good	8000	73.2

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1079887